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List of AxisVM messages – RC design

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Table of Contents

This article does not contain all possible messages. It contains messages that can occur more or less frequently when using AxisVM.

Categories #

category_1

Question from AxisVM to the user if the selected function (e.g. “Delete”) should be carried out or about how to proceed
category_2

Information for the user

category_3

Critical note. Important information, violation of code provisions, untrustworthy results

category_4

Error. The selected function or calculation cannot be performed

category_5

Save. Dialogs to save models and results.

AxisVM MESSAGES #

Képernyőkép 2022-10-18 001015

Critical note. Important information, violation of code provisions, untrustworthy results

REINFORCEMENT CALCULATION - Shell x, Node y: Local x direction reinforcement > 4%

Cause

Reinforcement ratio is greater than 4% for the listed nodes

Procedure

  • Check results
REINFORCEMENT CALCULATION - Shell x, Node y: requires compression reinforcement in x direction

Cause

Compression reinforcement has been calculated (for information)

Procedure

  • Check results
REINFORCEMENT CALCULATION - Shell x, Node y: Cannot be reinforced in x direction

Cause

Reinforcement design returns no results

Compression zone height exceeds half the static height

Procedure

  • Check results
  • Check model
  • Strengthen model
  • Calculated reinforcement for singular spots manually
RIB INTERNAL FORCES - Selected rib elements are connected to shells with an eccentricity. In such cases rib design moments will be calculated as Mdesign=M+N*exc

Cause

Note about the design internal forces for ribs

Procedure

  • There’s nothing to do
Képernyőkép 2022-10-18 001029

Error. The selected function or calculation cannot be performed

ERROR - Domain x: Domain has no reinforcement parameters assigned. Define them first.

Cause

Reinforcement values cannot be calculated due to missing reinforcement parameters

Procedure

  • Define reinforcement parameters
ERROR - No actual reinforcement defined. Define it now?

Cause

No actual reinforcement was defined to be able to perform the plate punching analysis

Procedure

  • Define “actual reinforcement”
ERROR - The cross-section is unsatisfactory for shear

Cause

The compressive strength of the concrete compression diagonal is exceeded

Procedure

  • Select lager cross-section